HomeMy WebLinkAboutS001.0\A1;9'-6"
\A1;7'-0"
\A1;8'-0"
\A1;3'-5"
\A1;18'-0"
\A1;10'-10"
\A1;10'-0"
\A1;10'-0"\A1;3'-0"\A1;7'-0"
\A1;3'-0"
\A1;12'-9"
\A1;6'-8{\H0.750000x;\S1#2;}"\A1;11'-3{\H0.750000x;\S1#2;}"
\A1;20'-0"
\A1;12'-10{\H0.750000x;\S1#2;}"
\A1;15'-1{\H0.750000x;\S1#2;}"
\A1;48'-0" OVERALL
\A1;2'-2"\A1;16'-3"\A1;8'-3"\A1;1'-9"
\A1;3'-3{\H0.750000x;\S1#2;}"
\A1;2'-11{\H0.750000x;\S1#2;}"
\A1;3'-0"
\A1;9'-2"
\A1;18'-10"\A1;37'-5{\H0.750000x;\S1#2;}" - GARAGE\A1;9'-0{\H0.750000x;\S1#2;}"
\A1;9'-10{\H0.750000x;\S1#2;}"
\A1;9'-5{\H0.750000x;\S1#2;}"
\A1;8'-0"
\A1;11'-10"
\A1;40'-0"\A1;8'-0"\A1;48'-3{\H0.750000x;\S1#2;}"\A1;66'-3{\H0.750000x;\S1#2;}" OVERALL
\A1;66'-3{\H0.750000x;\S1#2;}" OVERALL
\A1;48'-0" OVERALL
\A1;12'-1"\A1;18'-0"
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
SD.019
SD.0210
SD.017 SD.017
SD.012
SD.013
SD.014
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
1SD.01
14SD.02
SD.011
SD.0214
POST ABOVE*
*POST ABOVE
*POST ABOVE
POST ABOVE*
OFFSET B.W.A.
OFFSET B.W.A.
OFFSET B.W.A.
\A1;(8.5k)\A1;PC 3
\A1;(8.5k)\A1;PC 3
\A1;8'-2{\H0.750000x;\S1#4;}"
\A1;10'-0{\H0.750000x;\S1#4;}"
\A1;10'-6"
\A1;(7.9k)\A1;PC 2
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
3-SPAN CONT.
\A1;BM. POCKET (TYP)
POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.)
\A1;17'-8{\H0.750000x;\S1#4;}"\A1;8'-0{\H0.750000x;\S3#4;}"\A1;12'-4{\H0.750000x;\S1#2;}"
\A1;9'-8"
\A1;9'-6"SD.0216(TYP.)
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
\A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-
POST ABOVE*POST ABOVE*
DBL. JOIST
\A1;12" WING WALL TO SUPPORT STEEL BEAM
END JOIST
\A1;(2) 1 {\H0.7x;\S3#4;}" x 11{\H0.7x;\S7#8;}" LSL FLUSH UNDER P.A.
\A1;PC 2\P(6.3k)
2-SPAN CONT.
OFFSET B.W.A.
\A1;12'-10{\H0.750000x;\S1#2;}"
\A1;FNDN. STEP\PDETAIL 19/SD.02
W 8x10 DROPPED
W 8x10 DROPPED
\A1;FNDN. STEP\PDETAIL 19/SD.02
W 8x10 DROPPED
POST ABOVE*
\A1;9'-10{\H0.750000x;\S3#4;}"\A1;12'-5{\H0.750000x;\S3#4;}"
END JOIST
2-SPAN CONT.W 8x10 DROPPED
W 8x10 DROPPED
\A1;SPLICE BM HERE, IF REQ'D
\A1;7'-1{\H0.750000x;\S1#2;}"
\A1;12'-2"
\A1;(8.0k)\A1;PC 3
\A1;PC 1 OR (2)2x4
\A1;PC 1 OR (2)2x4W8x10 DROPPED
POST ABOVE*
W8x10 DROPPED
\A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB.\A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM, POST & PAD FTGS. W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB.\A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB.
\A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0
POST ABOVE*
\A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0
\A1;\pxqc;{\LPORCH SLAB\P}-SEE NOTES ON S-0
SD.011
SD.013
W 10x12 OR W 8x15 DROPPED
SD.014
\A1;\pxqc;{\LPORCH SLAB\P}-SEE NOTES ON S-0
\A1;3'-2"
*POST ABOVE
*POST ABOVE
REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES
METAL HANGER
BEARING WALL ABOVE (B.W.A.)
AREA OF FLOOR SYSTEM DESIGNED FOR TILE
BEAM / HEADER
INTERIOR BEARING WALL
INTERIOR BRACED WALL PANEL
INDICATES POST ABOVE. PROVIDE SOLID\PBLOCKING UNDER POST OR JAMB ABOVE.*
INDICATES HOLDOWN BELOW.
LEGEND
OR OSB SHEATHING
SD.013A
\A1;\pxql;{\LNOTE:} JOISTS TO CAN'T OVER BEAM FULLY UNDER B.W.A.
S-1.0 STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc.
PRODUCT MANAGER----VERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPESingle Family
SHEET
PLAN NAME
SPECIFICATION LEVEL
NPC CHILD NUMBER
----
Castleton
2022.300Home for * Market Home *, 5581-05900#24456 Evergreen Trail, Carmel, IN 4607404/10/18
Adam Schriner